Compression strength-focused properties of wood composites induced by structure

G. Kowaluk, Aleksandra Jeżo
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Abstract

Compression strength-focused properties of wood composites induced by structure. The aim of the following study was to examine the contractual compression strength and modulus of elasticity when compressing (MOEC) of three different wood composites with various structure types: softwood (coniferous) plywood, OSB and laminated particleboard 24 mm thick. The biggest MOEC value was performed by the particleboard laminated 24 mm MOEC equalling 70.00 N/mm2. The second was found by the OSB panels, equalling 63.03 N/mm2. Last, but with MOEC value close to OSB, was softwood plywood with MOEC of 62.44 N/mm2. The lowest compression strength was observed by OSB samples, with a value of 2.75 N/mm2. The second lowest value has been performed by coniferous plywood (2.80 N/mm2). The highest compression strength occurred by the particleboard laminated 24 mm, equalling 3.31 N/mm2. Density shares and density profiles of the samples were also analysed, all of the examined composites performed U-shaped density profile The results of the study showed that there is no significant correlation between density and obtained parameters under compression. Observation of density share let the Authors conclude conversely than the results showed. It is supposed that the key factor affecting the compression performance of samples was the adhesive area and solid glue content within the composites. It is assumed that the bigger total contact surface of wood particles coated with adhesive resin, so the sum of the effective (gluing particles) surfaces of the adhesive joint is the better mechanical properties can be performed. This is why the laminated particleboard gave the best mechanical properties, while the worst were observed by the softwood plywood.
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木结构复合材料抗压强度聚焦性能研究
木结构复合材料抗压强度聚焦性能研究。以下研究的目的是检查三种不同结构类型的木材复合材料的压缩压缩强度和弹性模量(MOEC):软木(针叶)胶合板,OSB和24毫米厚的层压刨花板。刨花板层压的24 mm MOEC值最大,为70.00 N/mm2。第二个是由OSB面板发现的,等于63.03 N/mm2。最后是MOEC值接近OSB的软木胶合板,MOEC值为62.44 N/mm2。OSB样品的抗压强度最低,为2.75 N/mm2。第二低值是针叶胶合板(2.80 N/mm2)。刨花板层压24mm时抗压强度最高,为3.31 N/mm2。分析了试样的密度份额和密度分布,所有检测的复合材料都表现为u型密度分布。研究结果表明,在压缩条件下,密度与得到的参数之间没有显著的相关性。对密度份额的观察使作者得出了与结果相反的结论。认为影响试样压缩性能的关键因素是复合材料的粘接面积和固体胶含量。假设涂覆胶合树脂的木颗粒的总接触面越大,则胶合接头的有效(胶合颗粒)面之和越好,则胶合接头的力学性能越好。这就是为什么层压刨花板的机械性能最好,而软木胶合板的机械性能最差。
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